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SCALE:NTS. <br />2 W <br />SCALE:NTS. <br />FLOOR TO FLOOR CONNECTION BY MSTA & MSTC STRAP W <br />SCALE:NTS. <br />1 5 <br />W <br />SCALE:NTS. <br />JOISTS PERPENDICULAR TO INTERIOR WALL3 <br />SCALE:NTS. <br />1 BUILT UP POST <br /> SHEAR WALL DETAILS AT INTERSECTIONS7 W <br />SCALE:NTS. <br /> BEARING/NON-LOAD BEARING WALL AT INTERSECTIONS DETAIL6 W <br />SCALE:NTS. <br />STRAP SPLICE LENGTH AND FASTENERS <br />SHEARWALL PENETRATIONS W <br />SCALE:NTS. <br />9 <br />CUTTING, NOTCHING AND BORING IN LUMBER BEAMS AND <br />RAFTERS <br />W <br />SCALE:NTS. <br />8 <br />SCALE:NTS. <br />4 WFLUSH BEAM PERPENDICULAR TO WALL DETAIL <br />SIMPSON A34 <br />PROVIDE SIMPSON A34 EA. <br />SIDE OF BEAMS <br />BEAM PER PLAN <br />POST PER PLAN <br />DBL. TOP PLATE <br />MOSEL NO.GA. <br />STRAP LAP SPLICE <br />MINIMUM FASTENERS PER SPLICE MIN SPLICE LENGTH, LSP (IN.) <br />CMST12 12 (22) 0.148 x 2 1/2 21 <br />CMST14 14 (15) 0.148 x 2 1/2 15 <br />CMSTC16 16 (11) 0.148 x 2 1/2 10 <br />CS14 14 (6) 0.148 x 2 1/2 9 <br />CS16 16 (5) 0.148 x 2 1/2 8 <br />CS20 20 (5) 0.148 x 2 1/2 8 <br />CSHP18 18 (7) 0.148 x 2 1/2 9 <br />CSHP20 20 (6) 0.148 x 2 1/2 8 <br />SPLICE LENGTH AND <br />FASTENERS PER TABLE <br />BELOW <br />LSP <br />NOTE: <br />1. SEE PP. 266-267 FOR STRAPS AND TIES GENERAL NOTES. <br />2. 0.148" X 2 1/2" NAILS CAN BE RAPIACED BY 0.148"X 3 1/4" NAILS.NO OTHER NAIL <br />SUBSTITUTION IS ALLOWED FOR LAP SPLICES <br />3. REFER TO THE APPLICABLE CODE FOR MIN. EDGE DISTANCE AND MIN. END DISTANCE. <br />4. NO STRAP MODIFICATION IS ALLOWED AND THE SPLICE MUST MEET BOTH THE MIN. <br />NUMBER OF NUMBER OF FASTENERS AND THE MIN. SPLICE LENGTH. <br />MODEL NO. <br />CLEAR <br />SPAN <br />(IN.) <br />FASTENERS TOTAL (IN.)ALLOWABLE TENSION <br />LOAD (DF/SP) <br />MSTA49 18 (26) 0.148 x 2 1/2 2,020 <br />MSTC28 18 (12) 0.148 x 3 1/4 1,150 <br />MSTC40 18 (28) 0.148 x 3 1/4 2,690 <br />MSTC52 18 (44) 0.148 x 3 1/4 4,225 <br />MSTC66 18 (64) 0.148 x 3 1/4 5,850 <br />MSTC78 18 (76) 0.148 x 3 1/4 5,850 <br />MST37 18 (20) 0.162 x 2 1/2 2,460 <br />MST48 18 (32) 0.162 x 2 1/2 3,950 <br />MST60 18 (46) 0.162 x 2 1/2 6,235 <br />MST72 18 (62) 0.162 x 2 1/2 6,730 <br />FLOOR TO FLOOR TIE INSTALLATION SHOWING <br />CU <br />T <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />CL <br />E <br />A <br />R <br /> <br />S <br />P <br />A <br />N <br />EN <br />D <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />EN <br />D <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />SHEATHING NOT <br />SHOWN FOR CLARITY. <br />PROVIDE MIN. 1 1/6" END <br />DISTANCE FOR CS AND CMST <br />EQUAL NUMBER OF SPECIFIED <br />NAILS IN EA. END <br />ADDITIONAL NAILS ARE <br />REQUIRED IN THE RIM <br />BOARD AREA <br />(2)2x T.PLATE <br />2x STUDS <br />JOIST <br />PER PLAN <br />JOIST <br />PER PLAN <br />A35 @16" <br />NAILING BETWEN JOISTS <br />(7)16d MIN. COMMON NAILS <br />2x BLK'NG 12" MIN. LAP 3-8d COMMON <br />TOENAIL EACH JOIST <br />SIMPSON A35 <br /> (3)2x6 (3)2x4 <br />4x6 WITH (2)2x6 4x4 WITH (2)2x4 <br /> (2)2x6 <br />(2)2x4 <br />4x6 WITH 2x6 4x4 WITH 2x4 <br />2 <br />1 2" <br />6" <br />6" <br />1 1 <br />2"1 1 <br />2" <br />USE ROW OF STAGGERED 10d COMMON <br />WIRE NAILS (D=0.148'' , L=3'') FOR 2-PLY <br />11 <br />2" <br />31 <br />2" <br />11 <br />2" <br />2 <br />1 2" <br />6" <br />6" <br />1 1 <br />2"1 1 <br />2" <br />11 <br />2" <br />51 <br />2" <br />11 <br />2" <br />312" <br />8" <br />8" <br />11 <br />2" <br />11 <br />2"11 <br />2" <br />11 <br />2" <br />21 <br />2" <br />11 <br />2" <br />31 <br />2" <br />11 <br />2" <br />312" <br />8" <br />8" <br />11 <br />2" <br />11 <br />2"11 <br />2" <br />USE ROW OF STAGGERED 30d COMMON <br />WIRE NAILS (D=0.207'', L=4 1/2'') FOR 3-PLY <br /> (4)2x6 <br />11 <br />2" <br />51 <br />2" <br />11 <br />2" <br />312" <br />8" <br />8" <br />11 <br />2" <br />11 <br />2" <br />11 <br />2" <br />11 <br />2" <br />21 <br />2" <br />11 <br />2" <br />USE ROW OF STAGGERED 60d COMMON <br />WIRE NAILS (D=0.238'' , L=6'') FOR 4-PLY <br />11 <br />2" <br />31 <br />2" <br />11 <br />2" <br />312" <br />8" <br />8" <br />11 <br />2" <br />11 <br />2" <br />11 <br />2"11 <br />2" <br />(4)2x4 <br />11 <br />2" <br />51 <br />2" <br />11 <br />2" <br />312" <br />6" <br />6" <br />11 <br />2" <br />31 <br />2" <br />11 <br />2" <br />21 <br />2" <br />USE ROWS OF STAGGERED 30d COMMON WIRE NAILS <br />(D=0.207'' , L=4 1/2'') FOR 4X WITH (1)2X <br />11 <br />2" <br />31 <br />2" <br />11 <br />2" <br />312" <br />6" <br />6" <br />31 <br />2" <br />11 <br />2" <br />11 <br />2" <br />51 <br />2" <br />11 <br />2" <br />11 <br />2" <br />21 <br />2" <br />312" <br />8" <br />8" <br />31 <br />2" <br />11 <br />2" <br />11 <br />2" <br />USE ROW OF STAGGERED 60d COMMON <br />WIRE NAILS (D=0.238'' , L=6'') FOR 4X WITH (2)2X <br />312" <br />8" <br />8" <br />31 <br />2" <br />11 <br />2" <br />11 <br />2" <br />11 <br />2" <br />31 <br />2" <br />11 <br />2" <br />11 <br />2" <br />51 <br />2" <br />11 <br />2" <br />11 <br />2" <br />21 <br />2" <br />NOTE: <br />PROVIDE REQD. DOUBLE STUDS OR POSTS WHERE HOLDOWNS OCCUR <br />PLAN VIEW <br /> 16d@12" <br />O.C. STAGGER <br /> 16d@12" O.C. <br /> 2x STUDS <br />@16" O.C. UNO <br />CONTINUE SHEAR WALL <br />PANEL TO HOLDOWNS <br />AS SHOWN <br />SHEATHINGG ON ONE SIDE <br />16 <br />" <br /> <br />M <br />A <br />X <br />. <br />UN <br />O <br />. <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />SHEATHING ON BOTH SIDES <br />16" MAX. <br />UNO. PER PLAN <br />E.N. @6" O.C. UNO PER <br />SHEAR WALL SCHED.COMPRESSION POST <br />W/ E.N. @6" O.C. UNO PER <br />SHEAR WALL SCHED. <br />2x STUD <br />2x STUD <br />HOLDOWN <br />PER PLAN HOLDOWN <br />PER PLAN <br />HOLDOWN <br />PER PLAN <br />HOLDOWN <br />PER PLAN <br />2x STUD <br />2x STUD <br />COMPRESSION POST <br />W/ E.N. @6" O.C. UNO <br />PER SHEAR WALL SCHED. <br />COMPRESSION 2XSTUD <br />W/ E.N. @6" O.C. UNO PER <br />SHEAR WALL SCHED. <br />30d@6" O.C. <br />COMPRESSION POST <br />W/ E.N. @6" O.C. UNO PER <br />SHEAR WALL SCHED. <br />48" TYP. <br />2xBLK'G TYP. <br />4 1 <br />2" SQ. TO 9" SQ. <br />BLK'G AND E.N. <br />REQ'D <br />4 1 <br />2" SQ. NO. BLK'G <br />AND E.N. REQ'D <br />48" TYP. <br />NOTE: <br />1. HOLES UP TO 4 1 <br />2" SQ. TO NOT RECUIRE BLK'G & E.N. <br />2.HOLES FROM 4 1 <br />2" SQ. TO 9" SQ. RECUIRE BLK'G & E.N. <br />3.HOLES LARGER THAN 9" SQ. ARE NOT ALLOWED. <br />4.HOLES SIZE INCLUDES THE LENGHT OF THE OVERCUT. <br />5.MAX ACCUMULATED LENGHT OF OPENINGS SHALL NOT EXCEED 20 PERCENT <br />OF THE WALL LENGTH. <br />6.RECOMMEND CIRCULAR BORED HOLES OR RADIUS CORNER CUTS (TO REDIUS <br />STRESS CONCENTRATIONS). <br />16 <br />" <br />45 <br />° <br />16 <br />" <br />D/ <br />6 <br /> <br />M <br />A <br />X <br />. <br />D/ <br />3 <br /> <br />M <br />A <br />X <br />. <br />2" <br /> <br />M <br />I <br />N <br />. <br />D/ <br />4 <br /> <br />M <br />A <br />X <br />. <br /> <br />A <br />T <br /> <br />E <br />N <br />D <br />S <br />SQUARE HOLES AND NOTCHED <br />NOT RECOMMENDED <br />D/ <br />6 <br /> <br />M <br />A <br />X <br />. <br />MAX. LENGTH=D/3 <br />OUTER 1/3 OF SPAN MIDDLE 1/3 OF SPAN: <br />NOTCHING NOT PERMITTED OUTER 1/3 OF SPAN <br />NOTES: <br />FOR LUMBER BEAM: <br /> 1. UNLESS PERMITTED BY MANUF. , CUTS, NOTCHES AND HOLES BORED IN TRUSSES, STRUCTURAL COMPOSITE LUMBER, STRUCTURAL <br /> GLUE-LAMINATED MEMBERS,CROSS-LAMINATED TIMBER MEMBERS OR I JOISTS SHALL NOT BE PERMITTED. <br /> 2. CLEAR DISTANCE BTWN. THE HOLES SHALL NOT BE LESS THAN THE GREATEST OF TWO TIMES THE ADJACENT HOLES, D/3 AND 2". <br /> 3. ALL NOTCHES SHOULD BE SEALED W/ A WATER-REPELLENT SEALER, IMMEDIATELY AFTER CUTTING. <br /> 4. ROUND THE SQUARE CORNER OF THE NOTCH TO A MIN. 1/2" RADIUS. <br /> 5. THE TENSION SIDE OF MEMBERS W/ 4" OR GREATER IN NOMINAL THICK. SHALL NOT BE NOTCHED EXCEPT AT THE ENDS OF THE <br /> MEMBERS. <br />FOR ENGINEERED WOOD BEAM(LVL,PSL,LSL): <br /> 1. SEE MANUFACTURERS' CATALOGUES/ SPECIFICATIONS. <br />D <br />JOIST DEPTH <br />AT TAPER CUT <br />D/ <br />4 <br /> <br />M <br />A <br />X <br />. <br />D <br />NOT LESS <br />THAN 3 1/2" <br />CANTILEVER NOT <br />TO EXCEED 24" <br />2" <br /> <br />M <br />I <br />N <br />. <br />2" MIN.Ø≤D/3 <br />2" <br /> <br />M <br />I <br />N <br />JOIST SIZE MAX. HOLE MAXIMUM NOTCH <br />DEPTH <br />MAXIMUM END <br />NOTCH <br />2x4 NONE NONE NONE <br />2x6 1 1/2 7/8 1 3/8 <br />2x8 2 3/8 1 1/4 1 7/8 <br />2x10 3 1 1/2 2 3/8 <br />2x12 3 3/4 1 7/8 2 7/8 <br />D/4 <br /> <br />M <br />A <br />X <br />. <br />2" <br /> <br />M <br />I <br />N <br />. <br />D <br />W <br />DATE: <br />P.M.: <br />DRAWN BY: <br />JOB NO.: <br />30211 Avenida de las Banderas, Suite 200, Rancho Santa <br />Margarita, California, 92688 <br />909-257-7040 WWW.BNDESIGNBUILDINC.COM <br />THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF BN <br />DESIGN BUILD AND SHALL NOT BE USED FOR ANY OTHER WORK <br />EXCEPT BY AGREEMENT WITH BN DESIGN BUILD. <br />D E SI GN <br />B U I L D <br />CNI <br />UNIT 2, 606 S VAN <br />NESS AVE, <br />SANTA ANA, <br />CA 92701 <br />ACCESSORY <br /> DWELLING <br /> UNIT <br />REV DATE REMARKS <br />M.A. <br />ISSUED FOR PERMIT12.17.20240 <br />07.13.2025 <br />20241149 <br />ISSUED PER CITY PERMIT07.13.20251 <br />S1.23 <br />TYPICAL WOOD DETAILS <br />07/15/2025 <br />EXP. 06-30-2026